{"text_format":"3","workbook":"xlsx","n_sheets":1,"sheets":["跑道及球场"],"read":"whole","date_system":"1900"}

{"sheet":"跑道及球场","index":0,"n_rows":95,"n_cols":9,"rows_kept":95,"merged":[[0,0,0,8],[93,0,93,8],[94,0,94,8],[95,0,95,5],[96,0,96,5]]}
["工程量清单"]
["项目名称：固原市海绵城市建设公园广场-古城墙遗址公园二期、三期项目--第一小学球场工程专业分包"]
["序号","项目名称","项目特征","工作内容","单位","工程数量","全费用综合单价（元）","合计（元）","备注"]
["一","足球场（1个）"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"1475*0.363","v":{"v":535.425,"d":"535.43"}},null,null,"包工包料"]
[2,"人造草坪面层","1.30mm厚人造草坪面层\n2.人造草丝，网状结构，搭接连接，宽度10cm，密度大于等于10000针/m2，详见操场设计说明的3.5项                            3.白色聚氨酯漆画线                                              \n4.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、面层材料倒运铺装、划线、成品保护等","m2",{"v":1475,"d":"1475.00"},null,null,"包工包料"]
[3,"吸震垫","1.10mm厚合成材料吸震垫\n2.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层,面层材料倒运铺装，成品保护等","m2",{"v":1475,"d":"1475.00"},null,null,"包工包料"]
[4,"混凝土基础","1.150mm厚C25细石混凝土基础\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"1475*0.15","v":221.25},null,null,"主材甲供"]
[5,"混凝土基础模板","1.混凝土基础模板\n2.复合模板\n3.按符合图纸要求的合格施工内容，以混凝土接触面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输","m2",{"$f":"28*2*0.15","v":{"v":8.4,"d":"8.40"}},null,null,"包工包料"]
[6,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"1475*0.2","v":{"v":295,"d":"295.00"}},null,null,"主材甲供"]
[7,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"v":1475,"d":"1475.00"},null,null,"-"]
[8,"路沿石","1.100*100*300mmC25混凝土道牙\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以延长米计量","清理基层,材料倒运,砂浆拌合运输,路牙切割、铺装，护肩靠背","m",{"$f":"(28+52.24)*2","v":{"v":160.48000000000002,"d":"160.48"}},null,null,"主材甲供"]
["二","跑道（1个）"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"(2340.3-194*1)*0.363","v":{"v":779.1069,"d":"779.11"}},null,null,{"$f":"I5","v":"包工包料"}]
[2,"塑胶面层","1.13mm厚现浇混合型塑胶面层（彩色）新国标GB36246-2018，含胶量20%，满足物理、化学检测\n2.白色聚氨酯漆画线                                              3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、面层材料倒运铺装、划线、成品保护等","m2",{"v":2340.3,"d":"2340.30"},null,null,"包工包料"]
[3,"混凝土基础","1.150mm厚C25细石混凝土基础\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"(2340.3-194*1)*0.15","v":{"v":321.945,"d":"321.95"}},null,null,"主材甲供"]
[4,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"(2340.3-194*1)*0.2","v":{"v":429.26000000000005,"d":"429.26"}},null,null,"主材甲供"]
[5,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"2340.3-194*1","v":{"v":2146.3,"d":"2146.30"}},null,null,"-"]
["三","排水沟及沉沙井"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"194*0.96*0.6","v":{"v":111.74399999999999,"d":"111.74"}},null,null,{"$f":"I5","v":"包工包料"}]
[2,"沟盖板","1.600mm*600mm*50mmC15混凝土篦子，长度400mm，宽度50mm孔\n2.直径6钢筋@200双向布置，做法见施工图纸\n3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输；钢筋材料倒运、调直、除锈、下料、弯曲、焊接、绑扎拼装成型、运输入模及浇筑混凝土时维护钢筋用工；混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m2",{"$f":"194*0.6","v":{"v":116.39999999999999,"d":"116.40"}},null,null,"主材甲供"]
[3,"水泥砂浆抹面","1.抹水泥砂浆保护层\n2.1:2水泥砂浆\n3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、材料运输、抹保护层、养护","m2",{"$f":"194*1.3","v":{"v":252.20000000000002,"d":"252.20"}},null,null,"主材甲供"]
[4,"混凝土基础","1.80mm厚C15混凝土基础（内掺5%抗渗剂粒径）\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"194*1.3*0.08","v":{"v":20.176000000000002,"d":"20.18"}},null,null,"主材甲供"]
[5,"混凝土基础模板","1.混凝土基础模板\n2.复合模板\n3.按符合图纸要求的合格施工内容，以混凝土接触面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输","m2",{"$f":"194*0.45*2","v":{"v":174.6,"d":"174.60"}},null,null,"包工包料"]
[6,"路基处理-路床回填","1.150mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"194*1.3*0.15","v":37.83},null,null,"主材甲供"]
[7,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"194*0.96","v":{"v":186.23999999999998,"d":"186.24"}},null,null,"-"]
[8,"沉沙井","1.做法见施工图纸\n3.按符合图纸要求的合格施工内容，以图示尺寸以座计量","材料二次场内倒运、砂浆拌合、砌砖、刮缝, 钢筋制安, 模板制安、拆除、清理, 混凝土浇筑、振捣、养护, 抹防水、防潮层, 井盖安装, 材料运输","座",{"v":2,"d":"2.00"},null,null,"主材甲供"]
[9,"钢筋混凝土排水井","1.做法见04S531-5-14\n3.按符合图纸要求的合格施工内容，以图示座计量","材料二次场内倒运、砂浆拌合、砌砖、刮缝, 钢筋制安, 模板制安、拆除、清理, 混凝土浇筑、振捣、养护, 抹防水、防潮层, 井盖安装, 材料运输","座",{"v":1,"d":"1.00"},null,null,"主材甲供"]
["四","篮球场（2个）"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"19*32*2*0.35","v":{"v":425.59999999999997,"d":"425.60"}},null,null,{"$f":"I5","v":"包工包料"}]
[2,"塑胶面层","1.8mm硅PU塑胶球场面层（彩色）新国标GB36246-2018，满足物理、化学检测\n2.白色聚氨酯漆画线                                              3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、面层材料倒运铺装、划线、成品保护等","m2",{"$f":"15*28*2","v":{"v":840,"d":"840.00"}},null,null,"包工包料"]
[3,"混凝土基础","1.150mm厚C25细石混凝土基础\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"19*32*2*0.15","v":{"v":182.4,"d":"182.40"}},null,null,"主材甲供"]
[4,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"19*32*2*0.2","v":{"v":243.20000000000002,"d":"243.20"}},null,null,"主材甲供"]
[5,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"19*32*2","v":{"v":1216,"d":"1216.00"}},null,null,"-"]
["五","排球场（1个）"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"23*14*0.35","v":{"v":112.69999999999999,"d":"112.70"}},null,null,{"$f":"I5","v":"包工包料"}]
[2,"塑胶面层","1.8mm硅PU塑胶球场面层（彩色）新国标GB36246-2018，满足物理、化学检测\n2.白色聚氨酯漆画线                                              3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、面层材料倒运铺装、划线、成品保护等","m2",{"$f":"18*9","v":{"v":162,"d":"162.00"}},null,null,"包工包料"]
[3,"混凝土基础","1.150mm厚C25细石混凝土基础\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"23*14*0.15","v":{"v":48.3,"d":"48.30"}},null,null,"主材甲供"]
[4,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"23*14*0.2","v":{"v":64.4,"d":"64.40"}},null,null,"主材甲供"]
[5,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"23*14","v":{"v":322,"d":"322.00"}},null,null,"-"]
["六","羽毛球场（2个）"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"9.1*16.4*2*0.35","v":{"v":104.46799999999998,"d":"104.47"}},null,null,{"$f":"I5","v":"包工包料"}]
[2,"塑胶面层","1.8mm硅PU塑胶球场面层（彩色）新国标GB36246-2018，满足物理、化学检测\n2.白色聚氨酯漆画线                                              3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、面层材料倒运铺装、划线、成品保护等","m2",{"$f":"6.1*13.4*2","v":163.48},null,null,"包工包料"]
[3,"混凝土基础","1.150mm厚C25细石混凝土基础\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"9.1*16.4*2*0.15","v":{"v":44.77199999999999,"d":"44.77"}},null,null,"主材甲供"]
[4,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"9.1*16.4*2*0.2","v":{"v":59.696,"d":"59.70"}},null,null,"主材甲供"]
[5,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"9.1*16.4*2","v":{"v":298.47999999999996,"d":"298.48"}},null,null,"-"]
["六","乒乓球场（14个）"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"4.7*3.5*14*0.35","v":{"v":80.60499999999999,"d":"80.61"}},null,null,{"$f":"I5","v":"包工包料"}]
[2,"混凝土基础","1.150mm厚C25细石混凝土基础\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"4.7*3.5*14*0.15","v":{"v":34.544999999999995,"d":"34.55"}},null,null,"主材甲供"]
[3,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等","m3",{"$f":"4.7*3.5*14*0.2","v":46.06},null,null,"主材甲供"]
[4,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"4.7*3.5*14","v":{"v":230.29999999999998,"d":"230.30"}},null,null,"-"]
["七","跳远三级跳场地（1个）"]
["(一)","橡胶助跑道"]
[1,"塑胶面层","1.18mm厚现浇混合型塑胶面层（彩色）新国标GB36246-2018，含胶量20%，满足物理、化学检测\n2.白色聚氨酯漆画线                                              3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、面层材料倒运铺装、划线、成品保护等","m2",{"$f":"(2.084+0.3+14.131)*1.22*0.518","v":{"v":10.4368194,"d":"10.44"}},null,null,"包工包料"]
[2,"混凝土基础","1.150mm厚C25混凝土基础（分块浇筑，每块长度不超过6m，膨胀缝宽25mm贯通，填缝采用沥青处置，聚氨酯封口）\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"(2.084+0.3+14.131)*1.22*0.15","v":{"v":3.022245,"d":"3.02"}},null,null,"主材甲供"]
[3,"砂石层","1.150mm厚砂石层                      2.综合运距1km；\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","底层平整,分层铺设,找平压实,运输等","m3",{"v":3.022245,"d":"3.02"},null,null,"主材甲供"]
[4,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"(2.084+0.3+14.131)*1.22*0.2","v":{"v":4.02966,"d":"4.03"}},null,null,"主材甲供"]
[5,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"(2.084+0.3+14.131)*1.22","v":{"v":20.1483,"d":"20.15"}},null,null,"-"]
[6,"起跳板","1.82厚1220*340木板，钢筋支撑，详见图纸                          \n2.直径20排水管                       3.砾石渗水层外包土工布                         \n4.按符合图纸要求的合格施工内容，以套计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输；钢筋材料倒运、调直、除锈、下料、弯曲、焊接、绑扎拼装成型、运输入模及维护钢筋用工；木板制作及安装；排水系统制作安装","套",{"v":1,"d":"1.00"},null,null,"包工包料"]
["(二)","沙坑"]
[1,"压顶","1.C25混凝土压顶\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"(8.24+3)*2*0.24*0.25","v":{"v":1.3488,"d":"1.35"}},null,null,"主材甲供"]
[2,"压顶模板","1.圈梁模板\n2.复合模板\n3.按符合图纸要求的合格施工内容，以混凝土接触面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输","m2",{"$f":"(8.24+3)*2*0.22*2","v":{"v":9.8912,"d":"9.89"}},null,null,"包工包料"]
[3,"砖砌挡墙","1.KP1型MU10粘土砖砌筑\n2.1：2.5水泥砂浆\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","材料倒运、砂浆拌合、运输、运砌砖、安放预埋件等","m3",{"$f":"(8.24+3)*2*(0.24*0.6+0.54*0.2)","v":{"v":5.66496,"d":"5.66"}},null,null,"主材甲供"]
[4,"水泥砂浆抹面","1.抹水泥砂浆保护层\n2.1:2水泥砂浆\n3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、材料运输、抹保护层、养护","m2",{"$f":"(8.24+3)*2*0.6*2","v":{"v":26.976,"d":"26.98"}},null,null,"主材甲供"]
[5,"混凝土垫层","1.C15混凝土垫层\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"(8.24+3)*2*0.6*0.05","v":{"v":0.6744,"d":"0.67"}},null,null,"主材甲供"]
[6,"混凝土基础模板","1.混凝土基础模板\n2.复合模板\n3.按符合图纸要求的合格施工内容，以混凝土接触面积计量","模板制作、安装、刷油、拆除、整理、堆放、场内外近距离运输","m2",{"$f":"(8.24+3)*2*0.05*2","v":{"v":2.248,"d":"2.25"}},null,null,"包工包料"]
[7,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"(8.24+3)*2*0.6","v":{"v":13.488,"d":"13.49"}},null,null,"-"]
[8,"净沙回填","1.净沙回填\n2.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","净沙场内运输、底层平整,铺设,找平","m3",{"$f":"8*2.76*0.5","v":11.04},null,null,"主材甲供"]
[9,"砾石垫层","1.150mm厚直径6-20mm砾石\n2.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","砾石场内运输、底层平整,铺设,找平压实","m3",{"$f":"8*2.76*0.15","v":{"v":3.312,"d":"3.31"}},null,null,"主材甲供"]
[10,"砾石垫层","1.200mm厚直径20-250mm砾石\n2.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","砾石场内运输、底层平整,铺设,找平压实","m3",{"$f":"8*2.76*0.2","v":{"v":4.4159999999999995,"d":"4.42"}},null,null,"主材甲供"]
[11,"土工布","1.多功能土工布\n2.符合图纸及规范要求\n3.按符合图纸要求的合格施工内容，以图示尺寸以面积计量","清理基层、材料运输、铺设、找平","m2",{"$f":"8*2.76","v":22.08},null,null,"主材甲供"]
["八","硬化铺装"]
[1,"人工配合机械挖沟槽（坑）土方","1.土壤类别：二、三类土\n2.挖土深度：3米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","放线、开挖、运输、将土方倾倒至甲方指定的场内需回填范围内、沟槽整平","m3",{"$f":"2717.4*0.32","v":{"v":869.5680000000001,"d":"869.57"}},null,null,{"$f":"I5","v":"包工包料"}]
[2,"混凝土面层","1.120mm厚C25混凝土面层（分块捣制，振捣密实，随打随抹平，每块路面长不大于6m，沥青砂子或沥青处理，松木条嵌缝）\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"2717.4*0.12","v":{"v":326.088,"d":"326.09"}},null,null,"主材甲供"]
[3,"路基处理-路床回填","1.200mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"2717.4*0.2","v":543.48},null,null,"主材甲供"]
[4,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"v":2717.4,"d":"2717.40"},null,null,"-"]
["九","树池"]
[1,"树池","1.1300*300*150mm混凝土道牙\n2.20厚1:2.5水泥砂浆           \n3.材料倒运，综合运距1km；\n4.按符合图纸要求的合格施工内容，以延长米计量","清理基层,材料倒运,砂浆拌合运输,路牙切割、铺装，护肩靠背","m",{"$f":"1.3*4*110","v":{"v":572,"d":"572.00"}},null,null,"主材甲供"]
["十","电气工程"]
[1,"灯具安装","1.名称:太阳能路灯\n2.型号: 45W \n3.规格:太阳能灯H=6.0                               4.灯基础:100*800*800mmC20混凝土                                   5.防雷接地系统安装调试                                6.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","灯基础土方开挖、基础支模浇筑、接线、灯具安装、调试等","套",{"v":7,"d":"7.00"},null,null,"主材甲供"]
["十一","给排水工程"]
[1,"雨水口","雨水口，图集详见：05S518-32","砂浆拌合、砌砖、刮缝, 混凝土浇筑、振捣、养护, 抹防水、防潮层, 井盖安装, 材料运输","座",{"v":11,"d":"11.00"},null,null,"主材甲供"]
[2,"雨水检查井","检查井，直径1000mm,图集详见：04S531-5","砂浆拌合、砌砖、刮缝, 钢筋制安, 模板制安、拆除、清理, 混凝土浇筑、振捣、养护, 抹防水、防潮层, 井盖安装, 材料运输","座",{"v":11,"d":"11.00"},null,null,"主材甲供"]
[3,"管线铺设","1.材质及规格:聚乙烯双壁波纹管De200\n2.连接形式:承插式橡胶圈插口连接\n4.铺设深度:1.5m以内\n5.管道检验及试验要求:按照国家标准进行闭水实验","场内搬运、检查、管材清理及外观检查、切管、安装、闭水试验","m",{"v":67,"d":"67.00"},null,null,"主材甲供"]
[4,"管线铺设","1.材质及规格:聚乙烯双壁波纹管De300\n2.连接形式:承插式橡胶圈插口连接\n4.铺设深度:1.5m以内\n5.管道检验及试验要求:按照国家标准进行闭水实验","场内搬运、检查、管材清理及外观检查、切管、安装、闭水试验","m",{"v":258,"d":"258.00"},null,null,"主材甲供"]
[5,"管线铺设","1.材质及规格:聚乙烯双壁波纹管De350\n2.连接形式:承插式橡胶圈插口连接\n4.铺设深度:1.5m以内\n5.管道检验及试验要求:按照国家标准进行闭水实验","场内搬运、检查、管材清理及外观检查、切管、安装、闭水试验","m",{"v":34,"d":"34.00"},null,null,"主材甲供"]
[6,"管沟土方","1.土壤类别：二、三类土\n2.挖土深度：2.0米以内\n3.综合运距：1km,土方就场地内用于回填消化，\n4.须按照施工图设计要求标高进行\n5.按符合图纸要求的合格施工内容，以图示开挖面积乘以挖土深度以天然密实体积计量","1.挖土,将土堆放在沟、槽周边,清理机下余土\n2.清理边坡,工作面内人工排水等辅助性工作\n3.就地取土、回填土、按照设计及规范要求夯填土、清理 ","m3",{"$f":"359*1*1.88","v":674.92},null,null,{"$f":"I5","v":"包工包料"}]
[7,"素土夯实","1.土壤类别：土\n2.夯实系数：不小于0.95","碎土、洒水、打夯、平整","m2",{"$f":"359*1","v":{"v":359,"d":"359.00"}},null,null,"-"]
[8,"基础处理","1.300mm厚3：7灰土\n2.分层回填，分层碾压，压实系数不小于0.95\n3.综合运距1km；\n4.按符合图纸要求的合格施工内容，以图示尺寸以压实后体积计量","按照施工图纸控制定位及标高、施工场地内挖取土、装车、倒运、回填，掺灰、翻拌、分层碾压、清理余土等，","m3",{"$f":"359*1*0.3","v":{"v":107.7,"d":"107.70"}},null,null,"主材甲供"]
[9,"C1混凝土垫层","1.100mm厚C1混凝土基础04s531-1-15\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、拉毛、养护等；","m3",{"$f":"359*0.8*0.1","v":28.72},null,null,"主材甲供"]
[10,"C2混凝土垫层","1.180mm厚C2混凝土基础04s531-1-15\n2.商品混凝土\n3.按符合图纸要求的合格施工内容，以图示尺寸以体积计量","混凝土场内运输、底层平整、浇筑、振捣、找平、养护等；","m3",{"$f":"359*0.8*0.18","v":{"v":51.696,"d":"51.70"}},null,null,"主材甲供"]
[]
[null,"合计",{"$nulls":5},{"$f":"SUM(H4:H92)","v":{"v":0,"d":"0.00"}}]
["1、全费用综合单价包含完成分部分项工程项目的全部费用价格（税金按9%考虑），其组成包括但不限于人工费（包括人员加班工资、差旅及窝工费、承包人供应材料保管费等）、材料费、材料运输、卸车及二次搬运费、二次或者多次进出场费、已完工项目成品保护措施费、机械使用费及进出场安拆费、耗材费、试验及工程检测费用、管理费、利润、风险、规费、税金以及夜间照明、防尘、施工便道修筑、脚手架、支架、安全文明以及其它为完成本工程所需的施工技术措施费用、各环节满足国家施工规范和地方政府（或行业主管部门）有关的安全生产（标识标牌的制作、购买及安装，绿网的覆盖，现场安全人员管理）、施工降排水、边坡围护、赶工等措施费用。交叉施工影响及配合费用，施工人员的食宿费、劳保费用、办公费、生活生产水电费、保险费也包含在报价里，合同执行中综合单价不调整。\n2、结算量以招标人现场负责人、成本专员、施工员联签的现场计量工程量计算，最终结算以公司内审部审计后金额为准\n3、清单计量规范实行《2013年工程量清单计量规范》\n4、验收规范：满足设计及相关现行规范要求"]
["5、承包人每月在进度款支付证书或临时进度款支付证书签发后支付当期进度款【60%】；工程完工经承包人验收合格支付至初步结算价【75】%；工程整体经发包人验收合格后支付至承包人审计部审定结算额的【90】%，剩余部分（含3%质量保证金）待缺陷责任期满无息付清。"]